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JPH07108458B2 - Enclosed arc welding method - Google Patents
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JPH07108458B2 - Enclosed arc welding method - Google Patents

Enclosed arc welding method

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Publication number
JPH07108458B2
JPH07108458B2 JP63014249A JP1424988A JPH07108458B2 JP H07108458 B2 JPH07108458 B2 JP H07108458B2 JP 63014249 A JP63014249 A JP 63014249A JP 1424988 A JP1424988 A JP 1424988A JP H07108458 B2 JPH07108458 B2 JP H07108458B2
Authority
JP
Japan
Prior art keywords
welded
welding
groove
arc welding
rebar
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP63014249A
Other languages
Japanese (ja)
Other versions
JPH01192472A (en
Inventor
治 田中
俶明 中野
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kobe Steel Ltd
Original Assignee
Kobe Steel Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kobe Steel Ltd filed Critical Kobe Steel Ltd
Priority to JP63014249A priority Critical patent/JPH07108458B2/en
Publication of JPH01192472A publication Critical patent/JPH01192472A/en
Publication of JPH07108458B2 publication Critical patent/JPH07108458B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は鉄筋等の棒状の被溶接材を垂直に立てて配置し
た状態でエンクローズ溶接するエンクローズアーク溶接
方法に関する。
Description: TECHNICAL FIELD The present invention relates to an enclosed arc welding method for performing enclosed welding with a rod-shaped material to be welded such as a reinforcing bar standing vertically.

[従来の技術] 従来の立向継手の場合のエンクローズアーク溶接方法は
所謂斜めI形の開先を加工して行っていた(特公昭52−
35624号)。第6図は従来の立向継手の場合のエンクロ
ーズアーク溶接方法を示す側面図、第7図はそのVII−V
II線による断面図である。この方法においては、例え
ば、異形の鉄筋1を、その接合面をその軸方向に対して
傾斜させて設け、2本の鉄筋1を両者間に所定の開先空
間を設けて上下に配置し、分割式の1対の銅当金2をこ
の開先空間を取囲むように配設する。そして、開先空間
の上方側に受けた銅当金2の溶接口4から溶接棒3を開
先空間内に挿入し、開先空間の下部から上部に向かって
溶接金属を充填していく。これにより、固定された垂直
姿勢の被溶接材を迅速に且つ健全に接合することができ
る。
[Prior Art] The conventional enclosed arc welding method in the case of a vertical joint was performed by processing a so-called oblique I-shaped groove (Japanese Patent Publication No. 52-
No. 35624). FIG. 6 is a side view showing a conventional enclosed arc welding method in the case of a vertical joint, and FIG. 7 is its VII-V.
It is sectional drawing by the II line. In this method, for example, the deformed rebar 1 is provided with its joint surface inclined with respect to its axial direction, and the two rebars 1 are arranged vertically with a predetermined groove space provided therebetween. A pair of split type copper metal members 2 are arranged so as to surround the groove space. Then, the welding rod 3 is inserted into the groove space from the welding port 4 of the copper plate 2 received above the groove space, and the weld metal is filled from the lower part to the upper part of the groove space. As a result, the fixed vertical workpieces can be quickly and soundly joined.

而して、近年、鉄筋コンクリート造建築物のコンクリー
ト柱の中に埋込まれる鉄筋の接合工法としては、建築現
場で1本づつ継いでいく方法の効率化をねらって先組工
法で組付けられることが多くなってきた。つまり、工場
内又は地上において、複数本の鉄筋を先組みし、これを
建築現場で積み重ねていき、積み重ねられた組立体同士
を横向姿勢で溶接していく先組工法が大規模の鉄筋コン
クリート造建築物には採用されている。
In recent years, as a method of joining reinforcing bars embedded in concrete columns of reinforced concrete buildings, they must be assembled by the pre-assembly method in order to improve the efficiency of the method of joining one piece at a construction site. Is increasing. In other words, in the factory or on the ground, multiple rebars are assembled in advance, they are stacked at the construction site, and the assembled assemblies are welded in a horizontal position. It is used for things.

前述のエンクローズアーク溶接方法は、接合継手部形状
が過度に肥大化することなく、後工程であるフープ筋の
施工性が良いという利点を有するため、この先組工法に
はエンクローズアーク溶接方法が使用されている。
The above-mentioned enclosed arc welding method has the advantage that the workability of the hoop streak, which is a post-process, is good without excessively enlarging the shape of the joint joint part. It is used.

[発明が解決しようとする課題] しかしながら、従来のエンクローズアーク溶接方法は、
溶接開先形状が斜めI形であるため、以下に示す欠点を
有する。つまり、この斜めI形の開先の場合には、溶接
は開先面の延長方向の上方から溶接棒を開先内に挿入し
て行う必要があるという制約がある。このため、先組鉄
筋工法においては、予め溶接施工の方向を勘案して開先
がその方向になるように鉄筋を先組する必要があり、ま
た接合しようとする鉄筋の両端には、開先を溶接施工の
方向を勘案して傾斜した接合面が相互に平行になるよう
に加工する必要がある。
[Problems to be Solved by the Invention] However, the conventional enclosed arc welding method is
Since the weld groove has an oblique I shape, it has the following drawbacks. That is, in the case of this oblique I-shaped groove, there is a constraint that welding must be performed by inserting a welding rod into the groove from above in the extension direction of the groove surface. For this reason, in the pre-assembled rebar construction method, it is necessary to pre-assemble the rebar so that the groove will be in that direction in consideration of the direction of welding work in advance. In consideration of the welding process direction, it is necessary to process the inclined joint surfaces so that they are parallel to each other.

このため、先組時の鉄筋の方向性を厳しく管理する必要
があり、迅速且つ高効率化を目的として先組工法を採用
しているにも拘らず、実際上作業が極めて煩雑で非能率
的であるという問題点がある。
For this reason, it is necessary to strictly control the direction of the reinforcing bars during pre-assembly, and despite the fact that the pre-assembly method is adopted for the purpose of speeding up and improving efficiency, the work is actually extremely complicated and inefficient. There is a problem that is.

また、鉄筋の接合面をその軸に対して傾斜させて加工す
ることは、工程が煩雑であると共に切捨量が多くなり、
歩留が低下するという問題点がある。更に、この開先加
工を現場でガス切断により行う場合は、ガスノッチが発
生し易く、開先面(接合面)のグラインダ研削作業に多
くの労力が消費されるという欠点がある。
In addition, inclining the joining surface of the reinforcing bar with respect to the axis, the process is complicated and the amount of cutting is increased,
There is a problem that the yield decreases. Furthermore, when this groove processing is performed by gas cutting on site, gas notches are likely to occur, and there is a disadvantage that much labor is consumed in the grinder grinding work of the groove surface (bonding surface).

本発明はかかる問題点に鑑みてなされたものであって、
開先の接合面の加工が容易であって、開先加工時間が短
縮されると共に、先組上の制約がなく迅速に且つ容易に
先組が可能であって、しかも、鉄筋の溶接継手部の健全
性を工場させることができ、外観検査によって、簡便に
その結果の良否を判定することができ、高効率の溶接施
工を可能にするエンクローズアーク溶接方法を提供する
ことを目的とする。
The present invention has been made in view of such problems,
The joint surface of the groove is easy to process, the groove processing time is shortened, there is no restriction on the front assembly, and the front assembly can be done quickly and easily. It is an object of the present invention to provide an enclosed arc welding method that can make the soundness of the factory a factory, can easily determine the quality of the result by an appearance inspection, and enable highly efficient welding work.

[課題を解決するための手段] 本発明に係るエンクローズアーク溶接方法は、棒状をな
し、その接合面がその軸方向に実質的に垂直の1対の被
溶接材を、その接合面間に所定の開先空間を設けて上下
に配置し、1100℃以上の軟化点を有する耐火物からなる
当材を、下方の被溶接材の側面に接触させると共に、当
材と上方の被溶接材との間に、2mm以上であって前記上
方及び下方の被溶接材の接合面間の間隔の1/2以下であ
る間隙を設け前記開先空間の一部を囲むようにして配設
し、次いで、前記接合面間でアーク溶接することを特徴
とする。
[Means for Solving the Problems] The enclosed arc welding method according to the present invention has a pair of materials to be welded, each of which has a rod shape and whose joint surface is substantially perpendicular to its axial direction. Arranged vertically with a predetermined groove space, this material consisting of a refractory material having a softening point of 1100 ° C or higher is brought into contact with the side surface of the material to be welded below, and this material and the material to be welded above. Between the two, the gap is 2mm or more and half or less of the interval between the joint surfaces of the upper and lower workpieces, and is disposed so as to surround a part of the groove space, then, Characterized by arc welding between the joint surfaces.

なお、接合面が棒状の被溶接材の軸方向に対して実質的
に垂直とは、本願発明方法により溶接施工するに際し、
当材の取り付け位置及び溶材の挿入位置等に制限を与え
る程度の傾斜を有しないことを意味し、換言すれば、施
工上、溶接の方向性を考慮しなくても問題がない程度の
傾斜は含まれる。
Incidentally, the joint surface is substantially perpendicular to the axial direction of the rod-shaped material to be welded, when performing welding by the method of the present invention,
It means that there is no inclination that limits the mounting position of this material and the insertion position of the molten material, etc.In other words, there is no problem in terms of inclination without considering the directionality of welding in construction. included.

また、当材を下方の被溶接材の側面に重ねた場合に、そ
の重ね合わせた領域の全面にて当材を被溶接材に接触さ
せる必要はなく、その一部の領域にて接触していればよ
い。また、当材は下方の被溶接材の側面の全面に接触す
る必要がないことは勿論である。
Further, when this material is overlapped on the side surface of the material to be welded below, it is not necessary to contact this material with the material to be welded over the entire area of the overlapped material, and contact is made with a part of that area. Just do it. Further, it is needless to say that this material does not need to contact the entire side surface of the material to be welded below.

[作用] 本発明においては、水平の開先を設け、下方の被溶接部
材の側面に接触させて当材を配設する。この当材は開先
空間の一部を囲むと共に、上方の被溶接材との間に所定
の間隙を設けて配設される。そして、例えば、前記当材
の近傍にて下方の被溶接材側から溶接金属を盛って橋絡
部を形成する。
[Operation] In the present invention, a horizontal groove is provided, and the material is placed in contact with the side surface of the lower member to be welded. This material surrounds a part of the groove space and is arranged with a predetermined gap between it and the material to be welded above. Then, for example, a bridging portion is formed by welding weld metal from the lower side of the material to be welded near the material.

この場合に、開先の奥側に当材を配設してあるから、溶
接開始時に被溶接材の接合面の端部が溶落することはな
い。また、この当材を利用して上方及び下方の被溶接材
の接合面間に容易に橋絡部を設けることができる。更
に、スラグは上方に浮いていき、当材と上方の被溶接材
との間に形成されて間隙から排出されるので、接合面間
の溶接部にスラグが残存することはない。
In this case, since the material is disposed on the far side of the groove, the end of the joint surface of the materials to be welded does not burn through at the start of welding. Further, by using this material, a bridging portion can be easily provided between the joint surfaces of the upper and lower materials to be welded. Further, since the slag floats upward and is formed between the material and the material to be welded above and discharged from the gap, the slag does not remain in the welded portion between the joint surfaces.

更にまた、当材は軟化点が1100℃以上(ゼーゲルコーン
SKO1a以上)の耐火物で成形されているので、アーク
熱で溶融した溶融金属と接してもスラグを介して、その
溶融金属を受けることが可能で、最も欠陥の発生しやす
いスタート部の健全性を向上させることが容易となる。
従って、溶接終了後には当材を回収し再使用することが
できると共に、溶接後には当材が離脱しているので溶接
部の外観及び性状を容易に目視観察することができ、欠
陥の有無を判定することもできる。しかも、耐火物製当
材に接触した溶接部の接触面は滑らかであるから、美麗
な溶接部が得られる。
Furthermore, this material has a softening point of 1100 ° C or higher (Zegel cone
Since it is molded with a refractory of SKO1a or more), even if it contacts molten metal melted by arc heat, it can receive the molten metal through the slag, and the integrity of the start part where defects are most likely to occur It becomes easy to improve.
Therefore, after welding, this material can be collected and reused, and since this material has separated after welding, it is possible to easily visually observe the appearance and properties of the welded part, and to check for defects. It can also be determined. In addition, since the contact surface of the welded part that is in contact with the refractory material is smooth, a beautiful welded part can be obtained.

[実施例] 以下、本発明の実施例について添付の図面を参照して説
明する。第1図(a)乃至(e)は本発明の実施例に係
るエンクローズアーク溶接方法を工程順に示す模式図、
第2図は第1図(a)のII−II線による断面図である。
[Embodiment] An embodiment of the present invention will be described below with reference to the accompanying drawings. 1 (a) to 1 (e) are schematic diagrams showing an enclosed arc welding method according to an embodiment of the present invention in process order,
FIG. 2 is a sectional view taken along line II-II of FIG.

上方の鉄筋11と下方の鉄筋12とは、その接合面が軸方向
に対して実質的に垂直であり、従って、鉄筋11,12をそ
の軸方向を一致させて垂直に配置すると、量接合面は略
々水平に且つ平行に対向する。銅当金14は水平断面がコ
字形をなし、上鉄筋11と下鉄筋12との間に形成される開
先空間15を中心として鉄筋11,12を抱くようにして配設
される。両鉄筋11,12はその対向端部にてその軸心が一
致するようにいずれも銅当金14に固定された1対のクラ
ンパ(図示せず)に握持されており、この銅当金14及び
クランパを介して上下に対向して配設される。
The upper reinforcing bar 11 and the lower reinforcing bar 12 have their joint surfaces substantially perpendicular to the axial direction. Therefore, when the reinforcing bars 11 and 12 are arranged vertically with their axial directions aligned, the quantity joint surface is Are substantially horizontal and parallel to each other. The copper metal plate 14 has a U-shaped horizontal cross section, and is arranged so as to hold the reinforcing bars 11 and 12 around a groove space 15 formed between the upper reinforcing bar 11 and the lower reinforcing bar 12. Both of the reinforcing bars 11 and 12 are held by a pair of clampers (not shown) fixed to a copper plate 14 so that their opposite ends have the same axis. It is arranged so as to face up and down via the 14 and the clamper.

鉄筋11,12間の開先空間15の背後の銅当金14には凹所16
が形成されており、当材13が下方の鉄筋12の裏側の側周
面に接触して凹所16内に配設されている。この当材13は
銅当金14を水平方向に貫通するボルト17によりその背後
から下方鉄筋12に対して押付けられて固定されている。
Behind the groove space 15 between the reinforcing bars 11 and 12, there is a recess 16 in the copper plate 14
Is formed, and the material 13 is disposed in the recess 16 in contact with the side peripheral surface on the back side of the lower reinforcing bar 12. The strip 13 is fixed by being pressed against the lower rebar 12 from behind by a bolt 17 that horizontally penetrates the copper strip 14.

当材13は、コージェライト又はフォルステライト等のよ
うな非金属耐火材を用いるのが好ましい。
The material 13 is preferably a non-metal refractory material such as cordierite or forsterite.

このようにして、上鉄筋11,下鉄筋12、当材13及び銅当
金14を配置した後、第1図(a)に示すように、溶接棒
18を銅当金14のコ字開放側から開先空間15内に挿入し、
当材13の近傍(開先空間15の奥側)から溶接を開始す
る。つまり、先ず、下方鉄筋12の接合面における当材13
の手前5乃至6mmの位置にてアークをスタートさせ、直
ちに、下方鉄筋12の接合面と当材13とのコーナー部にア
ークを移動させ、アークを短くしながら、セミウィービ
ングを実施し、溶融金属の盛り上がりを待つ。
After arranging the upper rebar 11, the lower rebar 12, the bar 13 and the copper plate 14 in this way, as shown in FIG.
Insert 18 into the groove space 15 from the U-shaped open side of the copper dowel 14,
Welding is started from the vicinity of the material 13 (back side of the groove space 15). That is, first, the material 13 on the joint surface of the lower rebar 12 is
Start the arc at a position of 5 to 6 mm before, and immediately move the arc to the corner between the joint surface of the lower reinforcing bar 12 and the material 13 and perform semi-weaving while shortening the arc, and melt the molten metal. Wait for the excitement.

そして、第1図(b)に示すように、溶融金属20を当材
13を利用し下方鉄筋12の接合面上に盛り付けていく。こ
の場合に、生成するスラグ21は溶融金属20上に浮遊す
る。そして、上方鉄筋11の接合面(上開先)と溶融金属
20との間隔が2乃至3mmになったときにセミウィービン
グを停止し、アークを静止させて上開先の角部を溶融さ
せ、橋絡させる。
Then, as shown in FIG. 1 (b), the molten metal 20 is applied to the material.
Assemble on the joint surface of the lower rebar 12 using 13. In this case, the generated slag 21 floats on the molten metal 20. Then, the joining surface (upper groove) of the upper rebar 11 and the molten metal
When the distance from 20 becomes 2 to 3 mm, the semi-weaving is stopped and the arc is stopped to melt the corner portion of the upper groove and bridge it.

上鉄筋11と下鉄筋12とが橋絡した後は、第1図(c)に
示すように、セミウィービングを行いながら、発生スラ
グを上方鉄筋11と当材13との間の間隙を利用して開先外
に排出しつつ、溶接棒18を上方及び下方に交互に向けて
上開先側と下開先側の溶け込みを確保する。このように
して、第1図(d)及び第1図(e)に示すように、開
先の最前部まで溶融金属20の積層を継続する。次いで、
アークを中止し、溶融金属20を冷却させて凝固させた
後、前記クランパを外し、当材13を溶接部から離脱させ
て、溶接を終了する。
After the upper rebar 11 and the lower rebar 12 are bridged, as shown in Fig. 1 (c), the semi-weaving is performed and the generated slag is used in the gap between the upper rebar 11 and the bar 13. The welding rod 18 is alternately turned upward and downward while being discharged to the outside of the groove to secure the melting of the upper groove side and the lower groove side. In this way, as shown in FIGS. 1 (d) and 1 (e), the molten metal 20 is continuously laminated to the foremost part of the groove. Then
After the arc is stopped and the molten metal 20 is cooled and solidified, the clamper is removed, the material 13 is separated from the welded portion, and welding is completed.

本実施例方法においては、銅当金14の奥部に小片の耐火
物製当材13を下鉄筋12側に当接させることにより、上鉄
筋11と下鉄筋12との溶融金属20の橋絡を可能にする。そ
して、上鉄筋11と下鉄筋12との接合面で形成されるI形
開先を立向でアーク溶接する。当材13を使用せずに溶接
すると、I形開先部の奥部において上鉄筋11と下鉄筋12
との適正な橋絡は形成されてい。溶接姿勢の関係上、溶
融金属20は下鉄筋12の開先面(接合面)上に広がるのみ
で上鉄筋11にまで到達し難いからである。このように、
小片の当材13は開先奥部において溶融金属20を堆積さ
せ、上下鉄筋間での橋絡を促進させる機能を有する。
In the method of the present embodiment, a small piece of refractory material 13 is brought into contact with the lower rebar 12 side in the inner part of the copper plate 14 to bridge the molten metal 20 between the upper rebar 11 and the lower rebar 12. To enable. Then, the I-shaped groove formed at the joint surface between the upper reinforcing bar 11 and the lower reinforcing bar 12 is arc-welded vertically. When welding is performed without using this material 13, the upper rebar 11 and the lower rebar 12 at the back of the I-shaped groove
An appropriate bridge with is formed. Because of the welding posture, the molten metal 20 only spreads on the groove surface (joint surface) of the lower rebar 12 and does not easily reach the upper rebar 11. in this way,
The small piece of material 13 has a function of depositing the molten metal 20 in the deep part of the groove and promoting bridging between the upper and lower reinforcing bars.

また、当材13は軟化点1100℃以上の耐火物で成形されて
いるから、アーク熱を受けて溶融した金属と接しても溶
融せず、溶接部に融着することはない。従って、溶接終
了後に当材13を溶接部から容易に離脱させることがで
き、露出した溶接部の外観及び性状を目視観察して欠陥
の有無を把握することができる。更に、当材13としてガ
ラス質の耐火物を使用すれば、光沢がある滑らかな表面
が得られ、美麗な溶接部が得られる。
Further, since the material 13 is formed of a refractory material having a softening point of 1100 ° C. or higher, it does not melt even when it comes into contact with a metal melted by receiving arc heat, and does not fuse to the welded portion. Therefore, the material 13 can be easily separated from the welded portion after the welding is completed, and the appearance and properties of the exposed welded portion can be visually observed to grasp the presence or absence of defects. Further, when a vitreous refractory material is used as the material 13, a glossy and smooth surface can be obtained, and a beautiful welded portion can be obtained.

上述の如く、当材13を利用して橋絡を形成するために
は、当材13における下方鉄筋12の周方向の両端部が鉄筋
12の軸心となす中心角度θが30°以上であることが必要
である。但し、当材が大きすぎる場合にはエンクローズ
アーク溶接中のスラグ21を開先外へ排出することが困難
となり、大規模なスラグ巻き込み及びこれに起因する融
合不良等の溶接欠陥を発生させ易くなる。このため、当
材13は中心角度θで被溶接鉄筋11,12の外周の約(150/3
60)°以下の大きさの領域を覆う程度に止める。
As described above, in order to form the bridging using the bar 13, the both ends of the lower bar 12 of the bar 13 in the circumferential direction are rebar.
The central angle θ with the axis of 12 must be 30 ° or more. However, if this material is too large, it will be difficult to discharge the slag 21 during the enclosed arc welding out of the groove, and it is easy to cause welding defects such as large-scale slag entrainment and fusion failure resulting from this. Become. For this reason, this material 13 has a central angle θ of approximately 150 (150/3
60) Stop so that it covers an area of less than °.

また、上鉄筋11と当材13との間隔d(mm)は、2乃至D/
2mmとする。但し、D(mm)は上鉄筋11と下鉄筋12との
間の間隔である。dが2mm未満であると、スラグ21の逃
げが悪くなり、スラグの巻き込みが発生しやすい。ま
た、スラグ21を排出するために高度の技能及び溶接条件
の厳格な監視が必要となる。一方、dがD/2を超える
と、溶融金属20による橋絡部が形成され難い。このた
め、継手が完成しない。
The distance d (mm) between the upper reinforcing bar 11 and the material 13 is 2 to D /
2mm However, D (mm) is the distance between the upper reinforcing bar 11 and the lower reinforcing bar 12. When d is less than 2 mm, the escape of the slag 21 becomes poor and the slag is apt to be caught. Moreover, in order to discharge the slag 21, a high degree of skill and strict monitoring of welding conditions are required. On the other hand, if d exceeds D / 2, it is difficult to form a bridging portion by the molten metal 20. Therefore, the joint is not completed.

なお、溶接施工上、当材13の内周面と、鉄筋12の外周面
が同一の曲率で湾曲し、当材13が鉄筋12に対し、前述の
中心角度θの範囲で全面的に接触することが理想的であ
る。しかし、第3図(a)に示すように、下方鉄筋12の
直径が大きくて、当材13の中央部と鉄筋12との間に間隙
aが形成される場合と、第3図(b)に示すように、下
方鉄筋12の直径が小さくて、当材13の両端部が鉄筋12の
周面からbの間隔で離隔する場合がある。この場合に
も、aは約2mm以下、dは2乃至3mmとすれば、当材13の
全面で下方鉄筋12に接触したのと同様の効果が得られ
る。これにより、断面直径が異なる鉄筋毎に専用の当材
13を用意するという煩雑さを回避することができる。
Incidentally, in welding, the inner peripheral surface of the material 13 and the outer peripheral surface of the rebar 12 are curved with the same curvature, and the material 13 is in full contact with the rebar 12 within the range of the central angle θ described above. Is ideal. However, as shown in FIG. 3 (a), the case where the diameter of the lower reinforcing bar 12 is large and a gap a is formed between the central portion of the bar 13 and the reinforcing bar 12, and FIG. 3 (b). In some cases, the lower rebar 12 has a small diameter, and both ends of the bar 13 are separated from the peripheral surface of the rebar 12 by a distance b as shown in FIG. Also in this case, if a is about 2 mm or less and d is 2 to 3 mm, the same effect as that of contacting the lower reinforcing bar 12 on the entire surface of the material 13 can be obtained. As a result, a dedicated material for each rebar with different cross-sectional diameter
The complexity of preparing 13 can be avoided.

なお、当材13の替わりに、第4図及び第5図にその形状
を示す当材22を使用することにより、裏波ビードを形成
させて溶接部の外観を整えることができる。当材22は全
体的に円弧状に湾曲しているが、その下半歩の下方鉄筋
12の周面に接触する部分が厚く、開先空間15を囲む上半
部が薄くなるように、その内面に段差が形成されてい
る。この段差により当材22の内面に形成される凹所23に
より、開先空間15の裏側に若干の空間が形成される。
It should be noted that by using a material 22 having the shape shown in FIGS. 4 and 5 in place of the material 13, it is possible to form a back bead and adjust the appearance of the welded portion. The material 22 is curved in an arc shape as a whole, but the lower half reinforcement of the lower half step
A step is formed on the inner surface of the groove 12 such that the portion in contact with the peripheral surface is thick and the upper half part surrounding the groove space 15 is thin. A slight space is formed on the back side of the groove space 15 by the recess 23 formed on the inner surface of the member 22 by this step.

従って、アーク溶接中に生成するスラグの一部が浮上し
きれずに開先空間の下部に滞留しても、このスラグは凹
所23内に逃げるので、スラグが下方鉄筋12の接合面上に
残存することはない。また、溶融金属20の裏波ビードが
この凹所22内に形成されるので、上下鉄筋11,12の接合
面間には欠陥が極めて少ない清浄な溶接部を形成するこ
とができ、継手強度を高めることができる。
Therefore, even if part of the slag generated during arc welding does not float completely and stays in the lower part of the groove space, this slag escapes into the recess 23, so that the slag remains on the joint surface of the lower reinforcing bar 12. There is nothing to do. Further, the back bead of the molten metal 20 is formed in this recess 22, so that a clean weld with very few defects can be formed between the joint surfaces of the upper and lower rebars 11, 12 and the joint strength can be improved. Can be increased.

また、上記アーク溶接は被覆アーク溶接のみによって開
先空間に溶融金属を盛っても良いし、この溶接過程の一
部で炭酸ガス(CO2)アーク溶接を実施し、被覆アーク
溶接と炭酸ガスアーク溶接とを組み合わせても良い。
Further, in the above arc welding, molten metal may be laid in the groove space only by covered arc welding, and carbon dioxide (CO 2 ) arc welding is performed as a part of this welding process to perform covered arc welding and carbon dioxide arc welding. You may combine and.

次に、本発明の実施例方法により実際にI開先の立向溶
接を実施した結果について説明する。
Next, the result of the vertical welding of the I-groove actually performed by the method of the embodiment of the present invention will be described.

使用鉄筋;SD35,SD40(JIS) 鉄筋形状;JIS G3112(鉄筋コンクリート用棒鋼) 鉄筋径 ;D21及びD38 溶接棒 ;SD35の場合は、JISD5816を使用 SD40の場合は、JISD7016を使用 開先間隔;D22の場合は 10mm及び14mm、D38の場合は12m
m及び16mm 当材 ;幅が25mm、長さが20mm、厚さが10mmのコージ
ェライト(軟化点1300〜1400℃) 溶接電流;D38の場合は150乃至170A、D22の場合は120乃
至130A この溶接条件により溶接した場合に得られた溶接部の特
性を下記第1表に示す。
Used reinforcing bar; SD35, SD40 (JIS) Reinforcing bar shape; JIS G3112 (Steel bar for reinforced concrete) Reinforcing bar diameter; D21 and D38 Welding bar; For SD35, use JISD5816 For SD40, use JISD7016 For groove spacing; D22 10mm and 14mm for case, 12m for D38
m and 16mm This material; width 25mm, length 20mm, thickness 10mm cordierite (softening point 1300 to 1400 ℃) Welding current; D38 150-170A, D22 120-130A This welding The characteristics of the welded portion obtained by welding under the conditions are shown in Table 1 below.

いずれも十分な強度及び延性を有する。 Both have sufficient strength and ductility.

また、下記第2表は直径がD41の鉄筋を使用して、本発
明の実施例方法により溶接した場合と、従来方法により
溶接した場合とについてその溶接結果を両者を比較して
示す。
Further, Table 2 below shows the welding results of the case where the reinforcing rod having a diameter of D41 is used for welding by the method of the embodiment of the present invention and the case where welding is performed by the conventional method by comparing the two.

この第2表から明らかなように、本実施例方法によれ
ば、従来方法に比較して所要時間が略半減し、極めて高
能率化された。
As is clear from Table 2, according to the method of the present embodiment, the required time is approximately halved as compared with the conventional method, and the efficiency is extremely high.

また、上述の如く、接合面を水平にしてエンクローズア
ーク溶接することができるから、鉄筋の先組みに際し、
その方向性を考慮して鉄筋を組立てる必要はなく、従っ
て、迅速に先組みすることができ、先組工法のメリット
を十分に生かすことができる。また、鉄筋にはその軸方
向に実質的に垂直の接合面を形成すればよいから、開先
形状の形成が用意であると共に、切捨部が少ないから歩
留りが高い。
Further, as described above, since the joining surface can be horizontal and the enclosed arc welding can be performed, when the rebar is pre-assembled,
It is not necessary to assemble the reinforcing bar in consideration of its directionality, and therefore, it is possible to quickly assemble the rebars, and the advantages of the preassembly method can be fully utilized. Further, since it is sufficient to form a joint surface substantially perpendicular to the axial direction of the reinforcing bar, it is easy to form a groove shape and the yield is high because there are few cut-off portions.

[発明の効果] 本発明によれば、開先形状が被溶接材の軸方向に垂直の
I形であり、施工しようとする鉄筋軸に対する方向性上
の制約を受けないという利点がある。また、開先は鉄筋
軸に垂直であるから、鉄筋の入手のまま、又は高速切断
若しくはガス切断のまま使用することができ、加工が簡
単である。
[Effect of the Invention] According to the present invention, there is an advantage that the groove shape is an I-shape that is perpendicular to the axial direction of the material to be welded, and there is no restriction on the directionality of the reinforcing bar axis to be constructed. Further, since the groove is perpendicular to the axis of the reinforcing bar, the groove can be used as it is obtained from the reinforcing bar, or can be used as it is for high speed cutting or gas cutting, and the processing is simple.

更に、溶接終了までスラグ除去が不要であり、また開先
面積が従来法の70%と減少するので更に一層高能率で溶
接することができる。
Furthermore, it is not necessary to remove slag until the end of welding, and the groove area is reduced to 70% of that of the conventional method, so welding can be performed with even higher efficiency.

更にまた、当材は耐火物で成形されているから、溶接後
に当材を溶接部から容易に離脱させることができ、裏波
の形成された溶接部を目視観察することができるので溶
接性状を容易に判定することができる。
Furthermore, since this material is formed of a refractory material, it can be easily separated from the welded part after welding, and the welded part where the backside wave is formed can be visually observed. It can be easily determined.

更にまた、接合しようとする鉄筋同士を引き寄せる必要
がなく、拘束された鉄筋の継手施工が可能である。
Furthermore, it is not necessary to draw the rebars to be joined together, and it is possible to construct a joint for the restrained rebars.

また、上方の被溶接材と当材との間隙を2mm以上とし、
かつ上方及び下方の被溶接材の接合面間の間隔の1/2以
下としたので、被溶接材と当材との間隙からスラグが確
実に排出されると共に、開先内で容易に橋絡部を形成す
ることができ、継手を完成することができ、これによ
り、溶接欠陥がない健全な継手を得ることができる。
Also, the gap between the upper welded material and this material is 2 mm or more,
In addition, since the distance between the upper and lower joint surfaces of the materials to be welded is 1/2 or less, slag is reliably discharged from the gap between the materials to be welded and this material, and bridges are easily bridged within the groove. The part can be formed and the joint can be completed, which results in a sound joint with no welding defects.

これらの結果、本発明によれば、建築現場での作業が極
めて高効率化され、低コストで溶接することができる。
As a result, according to the present invention, the work at the construction site can be made highly efficient, and welding can be performed at low cost.

【図面の簡単な説明】[Brief description of drawings]

第1図(a)乃至(e)は本発明の実施例に係るエンク
ローズアーク溶接方法を工程順に示す模式図、第2図は
第1図(a)のII−II線による断面図、第3図(a),
(b)は鉄筋の平面断面図、第4図は当材の変形例を示
す斜視図、第5図は同じくこの当材を開先空間に配置し
た状態を示す模式図、第6図は従来方法を示す側面図、
第7図は第6図のVII−VII線による断面図である。 11,12;鉄筋、13,22;当材、14;銅当金、15;開先空間、2
3;凹所
1 (a) to 1 (e) are schematic diagrams showing an enclosed arc welding method according to an embodiment of the present invention in the order of steps, and FIG. 2 is a sectional view taken along line II-II of FIG. 1 (a). Figure 3 (a),
(B) is a plane sectional view of a reinforcing bar, FIG. 4 is a perspective view showing a modified example of this material, FIG. 5 is a schematic view showing a state in which this material is also arranged in a groove space, and FIG. 6 is conventional. Side view showing the method,
FIG. 7 is a sectional view taken along line VII-VII in FIG. 11,12; Reinforcing bar, 13,22; Material, 14; Copper metal, 15; Groove space, 2
3; recess

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】棒状をなし、その接合面がその軸方向に実
質的に垂直の1対の被溶接材を、その接合面間に所定の
開先空間を設けて上下に配置し、1100℃以上の軟化点を
有する耐火物からなる当材を、下方の被溶接材の側面に
接触させると共に、当材と上方の被溶接材との間に、2m
m以上であって前記上方及び下方の被溶接材の接合面間
の間隔の1/2以下である間隙を設け前記開先空間の一部
を囲むようにして配設し、次いで、前記接合面間でアー
ク溶接することを特徴とするエンクローズアーク溶接方
法。
1. A pair of materials to be welded, which have a rod-like shape and whose joint surface is substantially perpendicular to the axial direction thereof, are vertically arranged at a predetermined groove space between the joint surfaces, and the temperature is 1100 ° C. This material consisting of a refractory material having the above softening point is brought into contact with the side surface of the lower material to be welded, and 2 m between the material and the upper material to be welded.
A gap that is equal to or greater than m and is equal to or less than 1/2 of the distance between the joining surfaces of the upper and lower workpieces is provided to surround a portion of the groove space, and then between the joining surfaces. Enclosed arc welding method characterized by arc welding.
【請求項2】前記当材の近傍にて溶接を開始し、下方の
被溶接材側から溶融金属を盛って橋絡部を形成すること
を特徴とする請求項1に記載のエンクローズアーク溶接
方法。
2. Enclosed arc welding according to claim 1, wherein welding is started in the vicinity of the material and molten metal is deposited from the lower side of the material to be welded to form a bridging portion. Method.
【請求項3】前記当材は前記下方の被溶接材の軸心に対
し中心角が30乃至150°をなす領域で接触していること
を特徴とする請求項1又は2に記載のエンクローズアー
ク溶接方法。
3. The enclosure according to claim 1, wherein the material is in contact with the axis of the lower material to be welded in a region having a central angle of 30 to 150 °. Arc welding method.
JP63014249A 1988-01-25 1988-01-25 Enclosed arc welding method Expired - Lifetime JPH07108458B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63014249A JPH07108458B2 (en) 1988-01-25 1988-01-25 Enclosed arc welding method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63014249A JPH07108458B2 (en) 1988-01-25 1988-01-25 Enclosed arc welding method

Publications (2)

Publication Number Publication Date
JPH01192472A JPH01192472A (en) 1989-08-02
JPH07108458B2 true JPH07108458B2 (en) 1995-11-22

Family

ID=11855815

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63014249A Expired - Lifetime JPH07108458B2 (en) 1988-01-25 1988-01-25 Enclosed arc welding method

Country Status (1)

Country Link
JP (1) JPH07108458B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2714471B2 (en) * 1990-03-06 1998-02-16 株式会社神戸製鋼所 Enclosed arc welding method
JP4783826B2 (en) * 2008-12-17 2011-09-28 有限会社吉村工業所 Rebar welding jig

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5121612A (en) * 1974-08-16 1976-02-20 Hitachi Ltd

Also Published As

Publication number Publication date
JPH01192472A (en) 1989-08-02

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